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Application-Permit
Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 ,�j L * '''V j — ! 1 Parcel/Schedule No: 2 V G� / l /t/ AC412r PERMISSIOEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER ID CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED, THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BIM? FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfon3.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 1 Job Address: 096 f ijocc) Ai L LISP. Cwt -I33 1160 ! 1 Lot No: JO Block No: Subd. / Exemption: 4 Gni 85 t.JC j� _ 2 ei rr ? ' cte, %/I 4V (g. —2339 w P i t tg -% altractor: � r s: g C/ kit Ply; r� �G 92s_ 771 i{41,4110- /. 6 4 tot /F gineer, E{ djes 4-4 �r i+fit,i Ph:/� (� r rj . 0 Lic. No, 5 is Ft�y Buil9irigi g Sq. Ft, f Lot: Q.,0/3-.5, Height:2 91 / No. of/Floors: / 6 Use of But ` �g 4... 7 Describe Work: �R 1 i Class of Work: New L7 Alteration o Remove U Addition J Move `rI 10nveway G rage: D Single auble Carport: Q Single J Double Permit Q On -Site Sewage i� A Disposal 1011SitePlan 11 Valuatio f k: $ . i,5" 000. 6 0 Adjusted Valuations: S 3�� S'77 12 Special Conditions: A SEPARATE ELECTRICAL ISSUED BY THE THIS PERMIT BECOMES AUTHORIZED IS CONSTRUCTION PERIOD OF 180 1 HEREBY CERTIFY APPLICATION AND PROVISIONS OF COMPLETED WITHIN GRANTING OF TO VIOLATE OR LOCAL LAW REGUIi'INUTCOITRUCTION OF CONSTRU NOTICE PERMIT IS REQUIRED AND MUST BE STATE OF COLORADO. NULL AND VOID IF WORK OR CONSTRUCTION NOT COMMENCED WITHIN 180 DAYS. OR, IF OR WORK IS SUSPENDED OR ABANDONED FOR A DAYS AT ANY TIME AFTER WORK IS COMMENCED. THAT 1 HAVE READ AND EXAMINED THIS KNOW THE SAME TO BE TRUE AND CORRECT. ALL LAWS GOVERNING THIS TYPE OF WORK WILL BE WHETHER SPECIFIED HEREIN OR NOT. THE A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY CANCEL THE PROVISIONS OF ANY OTHER STATE OR OR THE PERFORMANCE ��'N. Plan Check /5-2(p. Total Fee: y,,3 1 f Fee: q/ r� D (� Permit Fee: '7' 34)L915-- slued: Dated O o1 1 fl„„ Const. Type: t. Zoning: Setbacks: Manu: Home: ISDS No. & Fee: SIG TURE O a OWN DTE 72(0)— 7I t'f5E •' . • ` OV' /D E --1� PLN . DEFT, r. ..f' • 4P QVft ,/DATE /t/ AC412r PERMISSIOEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER ID CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED, THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BIM? FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfon3.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30°' high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancyed'the issuance of a Certificate of Occupancy for the dwelling under building permit # tactAITatuce ntOct2004 e/N 49\ Date VALUATION/FEE DETERMINATION Applicant "1t �a3 tc d) pp � z"1`�, t.� � Subdivision Address�a NL/\i Lot/Block Date /J Contractor Finished (Livable Area): Main Upper Lower Other Total Square Feet 3 8,:)o ,c) (' , 2 5 7 3.17) Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 2 + Valuation 3 Decks/Patios: Covered Valuation Open Valuation%' Total Valuation 140 34; zoo YeAp 0 ,41,, GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes 4,1. r 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes fin, 2 ' 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes )( 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes X 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes >C Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes .( 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes .)( 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 3( 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes )( 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes X( No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes h No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes >( No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes )( No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ' No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes )( No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes No 21. Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two<(2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes >( No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes K No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the tin -ie you pick up your building permit? Yes No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business clay? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003, Yes ) No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy f the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with thC? Yes No 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department 625-8641. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at ti of applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building ermit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire d' ict may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. odf,444, laztetag Silature of Owner CV/ 26/ ®5 Date Phone: 61g- 68 (days); (evenings) Pee .e Q &-e-2- t Zp-q-at 441 /c9 Project Name: Project Address: Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 Applicant PLAN REVIEW CHECKLIST 314 --LL Date /0.3 • Building Engineered Foundation AMDriveway Permit Surveyed Site Plan ,<i. of Septic Permit and Setbacks rade/Topography 30% c/Attach Residential Plan Review List ✓ Minimum Application Questionnaire Subdivision Plat Notes Fire De artment Review alua ' n Determination/Fees ed Line Plans/Stamps/Sticker Attach Conditions ....---Application Signed Pal Reviewer To Sign Application 2 Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning /Property Property Line Setbacks 0ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes 04/14/2006 01:16 9709456399 LOS AMIGOS & ESHA PAGE 01 ELK SPRINGS HOMEOWNERS ASSOCIATION (970) 945-6399 FACSIMILE TRANSMITTAL SHEET '10: Chtls Powell Tiffany GDMPANY: FAX NUMN:a 963-4413 DA11-1,. 03/15/06 TOTAL NO. OF MORS. INCLUDING COV::; 3 i.roNE NLINIIIRR! RE: SENDER'S 12.1?:FrArcNCI,, NUN!LiER.: YC)L:R N1.? fl iTac; Km: POR RI:WEI...1W 0 LLAIL COMMINT 0 PLIF,ASE RIL'1 0 PI.V.A.SM RL CNC:1 NOTVA/04..W:t.1r:11,1TS Final Approval! Please sign and fax hack to out office at 945-6399. Call the office with anv questic.ms. Thanks, Tiffany 2929 COUNTY ROAD 114 GLENWOOD SPRINGS, CO 81601 04/14/2006 01:16 9709456399 LOS AMIGOS & ESHA PAGE 02 EXHIBIT B CERTIFICATE OF ARCHITECTURAL APPROVAL ELK SPRINGS HOMEOWNERS ASSOCIATION LOS AMIGOS RANCH PUD GARFIELD COUNTY, COLORADO (970) 945-6399 DATE OF ISSUE: 3-14-06 Approval of plans submitted by: ! Johnson Architectural Dated: ! 2.9-2006 Titled; .1 Powell Residence To be constructed on: Lot 18 I Filing 6 1 Los Amigos Ranch PUD. Garfield County, C.:n1nredn, is hereby given by the Elk Springs Architectural Review Committee (ARC) with the following conditions and exceptions: 1) The general contractor must meet with the Committee to obtain Contractor Excavation Approval. 2) The light source of exterior lighting must not be visible from off the property. Light fixtures must be no more than 10' above the plane illuminated and no more than 80 watts. 3) AU disturbed areas must be re -vegetated. Permanently irrigated areas must not exceed 3000 square feet. 4) The planting of 8' to 14coniferous trees of varying height will be required for screening. The specific number, locations and heights will be determined by the ARC after construction end consultation with the owners. a. Maximum number of trees required:1 12 General locations: North/ Northeast sides • ... „ ; 5) The highest roof ridgeline must not exceed: 007.56: All other ridgelines must be within 4" of stated height. 8) All chimneys and vents must be the minimum height allowed by applicable building codes. 7) All shiny roof materials or protrusions must be painted or clad a non -reflective dark color. S) Any light rocks used for landscaping or retaining walls which. are visible from off site must be darkened. 9) Driveways must be surfaced with chip -seal, asphalt or concrete within one year from date of occupancy. 10) Driveway lights must be 30' off the road and 20' apart, and no more than 24" high and no mord thou 26 watts. 11) Final color sample board of siding needs to be approved. 12) Exterior lighting approved. 13) 1rasn enclosures approved. 14) All construction traffic must park in the staging area and driveway. No street parking. Thank you for ail of your cooperation throughout this process NOTE: This certificate of Architectural Approval is automatically revoked one year from the date of151.1e if construction has not commenced. Extension must be sought 30 days prior to the 04/14/2006 01:16 9709456399 LOS AMIGQS & ESHA PAGE 03 Expiration date. The review of plans by the ARC tines not cover compliance with local building codes or other authorities. Approval for conformance with building codes must be sought directly from the local authorities. This certificate of Architectural Approval is not effective until: 1) all conditions and exceptions are acknowledged by the owners signature; 2) l.lie executed original is returned to the ARC and 3) Contractor Excava '► ' ► ► . _ - . - - = F Certificate of Occupancy and a Certificate of Compliance ►• •e - fined withi - . s of the Effective Date written below. I hereby - to t ptions a conditions above: gY Owne ature CONTRACTOR EXCAVATION APPROVAL; Re • uired to be • in clearin: and excavation: The general contractor must meet with the Committee to provide proof of a general contractor license, post the Contractor Deposit, and discuss construction management and final site review of staking, flagging and fencing. Staking, flaggin a d fencing reviewed and approval giv n tbegin . eating : • excavation Effective Date: / 7 0 G / By ELI< SPRIN Aug 26. 2005 3:32PM STUDIO 133 No. 0208 P. 2 Aug 1i uo 1d;3up Jefrrey ocott Johnson 970--825-0581 P.2 09/97/2805 02:18 9709456399 LIG AMIGOS & ESHA PAGE 92 EXHIBIT i PRIMARY APPROVAL ELK SPRINGS HOMEOWNERS ASSOCIATION LOS AMIGOS RANCH PUD GARFIELD COUNTY, COLORADO (970) 945.6399 DATE:.:. A, ot+�r 1'1'. 2005 I Primary Approval of plans submitted - By. l rohason Architectural 1 Dated: i 7127205 Titled: Powell Residence To be constructed on: Lot la FIr ing I. 6 Los Amigos Ranch PUD Caricrd County. Colorado is her sby glen by the Architectural Review Committee (ARC) with the following conditions and exceptions! 1) The tight source of exterior fighting must not be visible from off the property. Light .textures must be no more than 10' above the piano giurrtinated and no more than eft watts. 2) NI disturbed areas must bs rewegetated. Permanently irrigated areas must not exceed 3000 square favi. 3) The planting of H' to 14' coniferous trees of varying height will be required for screening. The specific number, locations and heights wilt be determined by the ARC alter construction and consultation with the ownsts._,.,.... MaidrrlU t number of trees required: l_ 12 General Locations: ( North and Northeast 4) The highest roof rldgeline must not exceed: 7007 58 Ali other ridgelines must be within 4' of stated height. 6) All chirnneym and vans~ must be the minimum height allowed by af3permhin Nettling codes. 6) All Shiny roof materials pr protrusions must be painted or clad a non-rerreciive dark color. 7) My light rocks used for landscaping or retaining walls that are visible from off-site must be darkened. 3) Driveways must be surfaced with chip -seal, asphalt or concrete within one year tom date of occupancy. 9) Driveway lights moat bo 30' oft the road and 20' apart, and no more than 24' high and no more than 25 watts. 10) Two trees on west aide of garage could be saved. 11) Some trees on west side of garage and on south end of home wlttuh are in0icated io be removed on site plan ars not Bagged to be cut M trees to be removed should be tlged on site. 12) ALL final pians MUST BE SUBMITTED PER THE DESIGN REQUIREMENTS AND GUIDELINES directions le, Correct sole, ridge elevations on drarwbigs, etc. 13) All metal nootrno must be pre ruoted before insult. 14) Cobr sample board and exterior lighting must be submitted with final pians, ELK !NGS RC OY: Member, AR Received Time Aug. 17. 12:22PM Aug 26. 2005 3:33PM STUDIO 133 Aug iY u5 1e; 3ap Jeffrey Scott Johnson 970-B25-0581 �2�$ P. 3 two Oe:JO .7(07.40.115.3.37 LLft HPIlt7Ub J'r tSFlii riut Pn. NOTE:AR APPROVAL Iv C AR HITECTURAL OVAL ANO DOES NOTAUTA3RIZE AHYNSTRUCTIO ACT I The Primary Approval is not valid until itis acknowledged by one of the owners by signing the original and returning it to FLK SPRING'S ARr..HITECTUR L REVIEW COMMITTEE. I hereby agree to the conditions And exceptions above: By Owner's SIgnalurs Received Time Aug. 17. 12:22PM E)k Spiv i-ro. 2cr119 Comity r..a. 114 (:;Ic v.. anti Sj.rin8s, Ci) 81601 Aug. 26. 2005 3:33PM STU010 133 No. 0208 P. 4 Aug 1'/ Ub 1f:4Upp Jeffrey `Icott Johnson 970-625-0501 p.4 12 /u / 281, 1 ta2: 18 9'015456399 LOS AMIGOS & ESHA PAGE 04 06/84/2885 28: 31 9709455525 ARIIWIMBO1R1) PAGE 01 LOT 18, PILING 6, THE POWELL HOME ELK SPRINGS, PRIMARY REVIEW COMMENTS B.4-05 1) TWO TREES ON THE WEST SIDE OF THE GARAGE sCrWEEN CONTOURS 884 AND 6 s2 COULD BE SAVED. 7) SOME TREES ON TKE WEST SIDE OF THE GARAGE AND ON THE SOUTH END OF THE HOME WHICH ARE INDICATED TO BE REMOVED ON THE SITE PLANS ARE NOT FLAGGED TD 9E Cur IN THE PICI,.D. ALL 1REEs TO BE REMOVED SHOULD BE FLAGGED ON THE SITE. 3) ALL ROOF RIDGES INDICATED ARE UNDER THE 24 FOOT HEIGHT LIMIT. 4) ALL ITEMS IDENTIFIED AS DEFICIENCIES ON THE ORIGINAL PLANS HAVE BEEN ADDRESSED BY THE ARCHITECT AND OWNER. THE PLANS APpEAR TO BE ACCEPTABLE 10R THE PRIMARY APPROVAL WHEN THE ABOVE MENTIONED ITEMS HAVE BEEN ADDRESSED, Oza40,-) ROBERT CLASSEN, ARCHITECT Received Time Aug. 17. 12:22PM AugTUDIO 133 Aug.u26. 2D0a54up,33PM Jetrreu 1 ccit,t Johnson egftl AIM tri:131 yl17VQhbjy41 570-625--0501 LLrs riM1uUto d t mo • 80/94/2005 20.31 9709455025 lRAWINGIIQARD 1 PRIMARY REVIEW /or /g) FOJAhi& pDc t L flcv6 ' 6�-9- ELK SPRINGS SUBMITTAL REQUIREMENTS —$,asio,i:D jam' 1111 applloblas aleme om doled baker wail tlbo addressed wird dtor7ib 4 oft b rp01001t tar a ilio emMfhI 10 a flown ill ooerrp+aee: 'nq WWI* WARM MOM and derithe dlb11ef1oj as Imolai an Ma* a +honied smarm w yolnulling Kmiec Owed an siteenddetrwn- bay MOS N eutlMn.0 tl MONS girds Rabid aoolouli tkientlitPallario R l Wit MI ever Adgserera eULUMsn■ r ZadrlIPM 1 liUmbiell WWeYr % (Urge. abated teen eswrrd Ends of -ee" �snWawn. CMno A *tramsN aevelopandfbaels sneak bT MOM • sere twrird osrteares of IBM If appliatb# • AM, OW propellion .bs*nt ovnitrudlan� or -- =5"Nkt."F iV& �) ob+aff Fir ssarmwgrode whom rirtee ankh rub whim II (tl Ion • buildieg MEW mdwials Aid • Q to ha +iM red legged /43815 7b .1E0 ginACItta illAkri nynding loettiien Maims x *demi �d 10 lige Mae bOultdorminim XVII*, mon not umber dMr AW XEMeition aendrmedor enij*ewt lo bugding Atte FLOWIAN2 xuaa of lode room WNW Xfopostoptileal alavintoo of oink floor Xa of met floor Dl gaffe:lo tt Ioeldtlera) QUNa►llal MAW X.Suisurfew4 gooloctotirtal report loigammtienumgagniel Pneslaoon Ferns) BENDS JJING OR MODEL slaw meAdevis Codetatien that an Ina #bw..pplleaW. left Nati lateen addMM M the ihk*Iimi. flarOlear innAftarela Mawr t[ ll ON 13-±t6 Received Time Aug. 17. 12:22PM No. 0208 P. 5 E.,. rHsx. 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Elk Sprue HOA 7929 Comity Rand 11• Glenwood Spin" CO 81601 Received Time Aug. 17, 12;22PM Omar or Aictifact t,,,kgiv, }-4 p Hepworth-Fawlah Geotechnical, Fite. )02C' Counry Road 174 GeoteChPnSprings, iloraJc 81601hone: 970-4457988 HEPWORTH-PAWLAK GEOTECHNICAL Feu:: 970-947-8454 email: ilpgeo@lipgeoicci-i.con March 23, 2005 Chris Powe am Street, Suite 103 Carbondale, Colorado 81623 Job No.105 189 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 18, Filing 6, Elk Springs Subdivision, Garfield County, Colorado Dear Mr. Powell: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated February 21, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be one and two story wood frame construction above a shallow crawlspace or slab -on -grade floor with an attached garage. The site is shown on Figure 1. Cut depths are expected to range between about 2 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: Lot 18 is located at the intersection of Wood Nymph Lane and Woodruff Road and was vacant at the time of our field work. Snow cover was patchy and about 6 to 8 inches deep. Vegetation consists of a pinon and juniper forest with a ground cover of grass, weeds and cactus. The ground surface is gently sloping down to the south. Numerous basalt cobbles were visible on the ground surface. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 to 1 1/2 feet of topsoil, consist of basalt cobbles and boulders in sandy silt matrix. Results of swell -consolidation testing performed on a relatively undisturbed sample of the sandy silt matrix, presented on Figure 3, indicate low to moderate compressibility under loading and wetting. Results of a gradation analysis performed on a sample of silty sand and gravel (minus 3 inch fraction) obtained from the site are presented on Figure 3. No free water was observed in the pits at the time of excavation and the soils were slightly moist to hoist. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2 - Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. The matrix soils tend to compress after wetting and there could be some post -construction foundation settlement. Excavations deeper than 3 feet may require rock digging techniques such as chipping or blasting. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created from boulder removal at footing grade should be filled with a structural material such as compacted road base or concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pef for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls or crawlspace areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Slabs -on -grade and shallow crawlspace areas (less than 3 feet deep) should not require an underdrain system. If drains are placed, they should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the Job No.105 189 Gam' P -tech No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 %2 feel deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all tines after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the Iimits of all backfill. 5) Landscaping which requires regular heavy irrigation should be Iocated at least 5 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations .Job No.105 189 Cie Ptech -4 - presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL. INC. Louis E. Eller Reviewed by: %, 0 REG/JP), E G% PPJ . sr(. rr� �`rns 443 t Daniel E. Hardin, P.1%. ?�` Y+o LEE/ksw %'y.�'�E"�S....®•E `A 'r#ittru� 9770 n,",,,,,s►����` attachments Figure 1 — Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Figure 4 — Gradation Test Results .lob No.105 189 Ge Ptech LOT 40 WOODRUFF ROAD BUILDING ENVELOPE L� APPROXOMATE SCALE 1"=50' 0 -1 PIT 1 l■ } r } M LOT 18 1 4 FILING 6 PIT 2 ■ } LOT 19 105 189 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 Depth -- Feet - O - 5 - 10 LEGEND: Pte, PIT 1 PIT 2 WC=25.4 DD=as —200=77 +4=34 _ J —200=28 TOPSOIL; sandy clayey silt, organic, firm ,moist, black to dark brown. 0 5 10 BASALT COBBLES AND BOULDERS (GM); in o sandy silt matrix, dense, slightly moist to moist, light brown, calcareous. 2" Diameter hand driven liner sample. Disturbed bulk sample. J TPractical digging refusal with backhoe in basalt boulders. NOTES: 1. Exploratory pits were excavated on March 15, 2005 with a Cat 430D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3 Elevations of exploratory pits were not measured and the Togs of exploratory pits are drawn to depth. 4 The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6 No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DO = Dry Density ( pcf ) +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve 105 189 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression % n) - a Moisture Content = 25.4 percent Dry Density = 86 pcf Sample of: Sandy Sift Matrix From: Pit 2 at 2 Feet No movement upon wetting 4 0.1 1.0 10 100 APPLIED PRESSURE — ksf 105 189 HEPWORTH—PAWLAK GEOTECHN{CAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 "E'CENT RETAINED, 24 HR. 0 45 MIN. 10 20 30 40 50 60 70 60 90 100 7 HR 15 MIN. HYDROMETER ANALYSIS TIME READINGS 60MIN. 19MIN. 4 MIN. 1 MIN. 1200 110D U.S. STANDARD SERIES /50 j3O X16 SIEVE ANALYSIS r 16 14 3/8' CLEAR SQUARE OPENINGS 3/4' 1 I/2' 3' 5'6' B. 100 r EL r r f 1 E T .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 DIAMETER OF PARTICLES IN MILLIMETERS J 4.75 9.5125 19.0 37.5 76.2 152 203 127 CLAY TO SILT FINE 1 SAND MEDIUM rOARSE GR.pEL FINE I COARSE COBBLES GRAVEL 34 % LIQUID LIMIT SAND 38 % SILT AND CLAY 28 PLASTICITY INDEX SAMPLE OF: Silty Sand and Gravel FROM: Pit 2 at 3 thru 4 Feet 90 80 70 60 50 40 30 20 10 0 "CENT Ps ,e 105 189 HEPWORTH—PAWLAK GRADATION TEST RESULTS GEOTECHNICAL, INC. Figure 4 EXTERIOR Address No Drainage Decks -support & clearance to wood Decks -stairs & rails Exterior locks ✓ Flashing around doors & windows !- Insect screens f/ INTERIOR GARAGE Fire wall separation Service doors -1%" min. Door (20 min.) w/auto closer -13/4" min Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation No %CD I B 0410 / FINAL CHECKLIST MECHANICAL ROOM Boiler Hot water F.A. gas/oil ✓ Floor drain Clearance Air con. system Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides Glass doors Certified by• REMARKS STAIRWAYS Headroom (6'6") Railing & guardrails {% Width Rise & run KITCHEN Clearance above grill Exhaust fan Broiler exhaust (1 hr. chase) BEDROOMS Egress ✓ Smoke detector BATHROOMS / Exhaust fan �/ Shatterproof glass t.."OTHER Assessor's Parcel No a�393 `C) - dam- L7 i Date Uk- Fks L R-vv,f,tos/ hone # T ILDING PERMIT CARD Job 5 )\ F� Owner + 3.2 l ,C kA 1L> AddressiSS3 `-rc .marc\ Contractors L 12-#— i":'( Q.---"41Address Set cks: Fro t Rc ar RH INSPECTIONS Phone # LH Zoning Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbing 7 -0--7- Framing SPa3 D( Insulation 47-6--06 %*/61—' Roofing Drywall ,-/3-06 Gas Piping 7--a7--,C2-6 , Weatherproofing Mechanical Electrical Rough (State) 9-/6-06 )fl Electrical Final (State) /a -A/-04 '€ . inalf.7-RS-c6 /Checklist Completed? Certificate Occupancy #5- Date SDate / a/dX. jUc, Septic System # Date Final Other NOTES (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued3: '0' Zoned Area Permit No 9, 110.1 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Sir an C- ` * act -11 Addre or Legal Descri tion_Q3/0 i Own ontractor Wands Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 4 -2E -ow -71) Driveway Foundation _c-(6----„0 4` y___ Underground Plumbing Insulation g- s--0,- v02____ Rough Plumbing? A7- Drywall q_/3_o6 Chimney & Vent -,3_06 Alt Electric Final (by Stat ector) rz1rf/j Gas Piping -7 7.06 Final /a a ., ._ Electric Rough (By StStags ector;g/ 6/D ,( Septic Final / Framing . 2 3--6,, (To include Roof in place andWindows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date3' .DG_ By rik1 113 IF PLACED UTSIDE - COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query f Assessor Sales Search Clerk & Recorder Reception Search Basic ;Building Characteristics Tax Information Parcel Detail l Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number Mill Levy 012 R007206 239305208018 67.103 Owner Name and Mailindess 401 WOOD NYMPH LANE Legal Description SECT,TWN,RNG:5-7-88 SUB:ELK SPRINGS, LOS AMIGOS FLG 6 LOT:18 1 PRE:R111957 BK:873 PG:93 BK:873 PG:379 BK:843 PG:458 BK:799 PG:48 BK:775 PG:173 BK:775 PG:165 BK:646 PG:579 BK:633 PG:851 BK:614 PG:675 BK:545 PG:99 BK:545 PG:110 BK:512 PG:767 BK:510 PG:805 BK:510 PG:805 BK:454 PG:503 BK:450 PG:257 BK:438 PG:569 BK:418 PG:11 BK:417 PG:600 BK:409 PG:220 BK:1230 PG:709 BK:1230 PG:697 BK:1230 PG:691 BK:1105 PG:978 BK:1036 PG:940 BK:0650 PG:0574 BK:1816 PG:379 RECPT:701287 BK:1650 PG:508 RECPT:665827 BK:1498 PG:271 BK:1498 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239305208018 8/30/2007 Parcel Detail Page 2 of 3 IPG:270 BK:1270 PG:809 RECPT:584838 BK:0995 PG:0534 BK:0995 PG:0529 BK:0982 PG:0103 Location L Physical Address: Wk'`♦ L-0 1 140,000 40,600 Subdivision: ELK SPRINGS, LOS AMIGOS FLG 6 0 Land Acres: 2.097 $1,988.92 Land Scl Ft: 0 ($57.04) 2005 Interest Charge _ $57.04 Section Township Range F 5 7 88 Property Tax Valuation Information Sale Date: Sale Price: 12/21/2004 140,000 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Actual Value Assessed Value Land: 1 140,000 40,600 Improvements: 0 0 Total: 140,000 40,600 Sale Date: Sale Price: 12/21/2004 140,000 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2006 Tax Payment: Second Half ($994.46) 2006 Tax Payment: First Half ($994.46) 2006 Tax Amount $1,988.92 2005 Interest Payment ($57.04) 2005 Interest Charge _ $57.04 1 http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=239305208018 8/30/2007 Parcel Detail Page 3 of 3 2005 11 Tax Payment: Whole ($1,901.38) 2005 Tax Amount $1,901.38 2004 Tax Payment: Whole ($2,030.26) 2004 Tax Amount $2,030.26 2003 Tax Payment: Whole ($1,724.94) 2003 Tax Amount $1,724.94 2002 Tax Payment: Whole ($1,942.40) 2002 Tax Amount $1,942.40 2001 Tax Payment: Whole ($23.78) L 2001 Tax Amount $23.78 Top of Page. Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield.._County ..Home Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239305208018 8/30/2007 Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address i�3'� Tr,Pk Nature of Work Building Permit \(:)+ , vm NO. CI OCc)1 Use -ldina j Owner xNAP \ 1 Contractor a_y^1 Amount of Permit $ 7S 7 '7 - c Date -5 -0(3 - O Clerk